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Journal of Korean Society of Steel Construction (한국강구조학회 논문집) - v. 24, n. 5 (October 2012)

Published:	October 2012

Articles in this Issue

Author(s)	Title	Page(s)
Kim, Hee-Ju / Ham, Jun-Su / Yang, Sung-Don / Hwang, Won-Sup	강재교각 기초부의 연결상세 개선을 위한 실험적 연구 (An Experimental Study For Improvement of Joint Detail of Steel Pier - Foundation)	491-501
Jo, Jae-Byung / Lee, Hye-Youn	강종에 따른 종방향 필릿용접부 공칭강도 계산식의 제안 (Proposal of Estimation Equation for Nominal Strength of Longitudinal Fillet Welds with Different Types of Steel)	503-510
Yang, Jae-Gue / Kim, Joo-Wo / Kim, Yu	상·하부 스플릿 T 접합부의 휨강도 설계식 (Design Formula for the Flexural Strength of a Double Split Tee Connection)	511-520
Kim, Sung-Bae / Kim, Sang-Seup / Lee, Won-Rok / Kim, Jung-Yeon / Lee, Seung-Bae / Ryu, Deog-Su / Kim, Dae-Hoi	신형상 U형 하이브리드 합성보의 휨성능에 대한 연구 (Study on the Flexible Strength of U-shape Hybrid Composite Beam)	521-534
Eom, Tae-Sung / Hwang, Hyeon-Jong / Park, Hong-Gun / Lee, Chang-Nam / Kim, Hyoung-Seop	앵글과 철근을 조립한 PSRC 합성기둥의 휨 실험 (Flexural Test for Prefabricated Composite Columns Using Steel Angle and Reinforcing Bar)	535-547
Kim, Hyung-Mi / Lee, Jae-Hong	유전 알고리즘을 이용한 트러스 구조물 손상탐지 (Damage Detection of Truss Structures Using Genetic Algorithm)	549-558
Joo, Hyung-Joong / Lee, Young-Geun / Lee, Dong-Hyuk / Yoon, Soon-Jong	일체형 가로보를 이용한 임시교량의 구조적 거동특성 (The Characteristics of Structural Behavior of Temporary Bridge Using Continuous Cross Beam)	559-569
Bae, Doo-Byong / Oh, Chang-Kook / Choi, Sok-Hwan	재령보정 유효계수방법에 의한 프리스트레스트 합성거더의 장기거동 실험 검증 (Experimental Verification of Age-adjusted Effective Modulus Method to Long-Term Behavior Estimation of Prestressed Composite Girders)	571-582
Kang, Cheol-Kyu / Choi, Byong-Jeong / Jeoung, Beak-Seon	친환경시멘트 콘크리트를 사용한 강판콘크리트구조의 압축거동 (Compressive Behavior of Steel Plate-Concrete Structures using Eco-Oriented Cement Concrete)	583-593
Yang, Seung-Hyun	탄성지점의 적용에 따른 교량의 내하력평가 (Load Carrying Capacity Assessment of Bridges with Elastic Supports Application)	595-603
Yang, Seung-Hyun	표준공과 과대공을 갖는 고장력볼트 접합부의 강도변화 (Change of Strength of High-Strength Bolted Connection Depending on Standard and Over Bolt Hole)	605-612

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29577
Published on:
21/07/2019
Last updated on:
26/07/2019

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